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48'-12" RCP <br />CL.5 @ 0.50% <br />OCS 116 <br />RE 915.40 <br />IE 911.50-12" SE <br />IE 910.64-12" NW <br />(SEE DETAIL) <br />,/-12" RCP FES <br />PLACE 2.1 CY <br />RIPRAP CL.3 <br />IE 910.40 <br />`fir <br />IE 911.00 <br />24'-12" RCP STORMWATER <br />CL.5 ® 2.08% POND <br />(EXISTING) <br />i <br />/ <br />i <br />/ <br />i <br />/ <br />i <br />/ CBMH 110 <br />/ RE 919.50 <br />/ IE 914.85-12" N <br />IE 915.67-12" S,E <br />29'-12" PE <br />® 0.45% <br />/ <br />/ CB 111 <br />RE 919.80 <br />/ IE 915.80-12" S,N <br />/ <br />86'-12" PE <br />®0.45% <br />8" DIP CL.52 <br />/ WATER SERVICE <br />/ (FIRE & DOMESTIC) <br />45° & CBMH 112 <br />11.25° / RE 920.00 <br />/ BENDS / IE 916.19-12" N,E <br />LOWER WATER BELOW <br />yy STM SWR TO PROVIDE <br />�90)"c301 6 � / 24" SEPARATION AND <br />5�� 9°INSULATE CROSSING <br />32'-12" PE a <br />© 0.50% <br />31'-15" RCP 72'-10" PVC ° <br />CL.5 @ 1.00% SCH.40 @ 1.00% <br />15' RCP FES \- "? CLEANOUTIE 914.81 <br />STORMWATER PLACE 2.9 CY cY <br />RIPRAP CL.3 <br />\ \\ (EXISTING) IE 911.50 O 38'-10" PVC <br />@ 1.00% <br />PROPOSED 72-UNIT <br />` s CBMH 101 APARTMENT BUILDING <br />RE 917.93 <br />IE 911.81-15" W,S 27'-6" PVC <br />\ L3\ CONNECT TO EX. 8" P <br />HYDRANT W/G.V. <br />a ^RCP SAN SWR STUB IE 914.09-10" E O 2.0% <br />8" X 6" TEE IE 911.38 <br />.� W/CLEANOUT CLEANOUT , <br />Rim=915.5 GND. EL. 919.3 <br />\ > 903.6 EX. _-Inv.(SW)=911.8 IE _ - - IE 915.19 ° <br />\ 72" RCP inv(NE,NW)=" * (FIELD VERIFY) - - - - - - - - - °a ° 34'-10" P <br />© 1.0 <br />r 71'-6" PVC <br />® 2.00% <br />\r \ QP, �/� 72'-6" VC 71'-6" PVC OSEp GARAGE IjEEANOUT 909.42 ti / s <br />PROP 71'-6" PVC <br />SCH.40 O 2.00% 87'-15" PVC CLEANOUT <br />\ IE 910.84 CLEANOUT SCH.40 ®1.00% � <br />1\ CLEANOUT IE 908.00 <br />\ \ -9 s 45° <br />Per As -built IE 906.58 <br />Ion, Field Verify) 11.2 STMH 102 <br />\ fi , BEN RE 918.53 <br />\\ \ <br />\\ n IE 912.68-15" N `\a Pv<� IE 912.85-12" W,SE <br />�� 98'-10" PVC <br />52 <br />\\ 7 <br />@ 1.00% <br />� <br />u S„ oV 1 <br />_ 8 UP�-Ck�S�j� 1 <br />22.5° <br />BEND <br />\ CONNECT TO EX. 8" DIP <br />WM STUB W/8" G.V. & <br />BOX & 11.25° BEND <br />(FIELD VERIFY) <br />-- - - -- <br />IE 913.85-12" E <br />/ <br />RE 917.63- <br />1E 913.37-12" NW,E <br />1 <br />1 <br />1 <br />� 1 \ <br />% 1 <br />l \ <br />L CB 104 <br />RE 917.63 <br />IE 913.90-12" W <br />x <br />I° <br />/xIt <br />12" RCP FES / / r ° <br />PLACE 2.1 CY <br />RIPRAP CL.3 / <br />914.00 <br />/ <br />/ <br />\ 70'-12" RCP <br />CL.5 @ 0.70% / <br />/ <br />rr / STMH 106 <br />x RE 921.50 <br />IE 914.49-12" NW <br />IE 915.72-12" S <br />/ <br />/ <br />a / <br />46'-12" PE / <br />® 0.50% <br />/ <br />63'-12" PE / <br />CB 115 <br />RE 919.50 <br />IE 915.90-12" W <br />CB 107 <br />/ <br />RE 920.00 <br />^�1 / IE 916.04-12" S,N i <br />/ <br />/ <br />x / <br />° <br />/ <br />/ <br />100'-12" PE <br />® 0.50% i <br />33'-12" PE ^ /° i <br />1.00% <br />/ <br />/ <br />a � <br />CB 114 i <br />RE 920.00 <br />IE 916.68-12" NW i <br />CB 108 / <br />^'1 ° RE 920.00 <br />j' IE 916.54-12" S,N <br />/ <br />/ <br />/ <br />a ' <br />/ <br />J, SE <br />/ <br />92'-12" PE i <br />0.50% <br />/ <br />/ <br />/ <br />/ <br />CB 109 <br />/ RE 920.00 i <br />IE 917.00-12" N <br />/ <br />/ <br />LEANOUT <br />916.51 a i <br />/ <br />/ <br />/ <br />/ a / <br />/ <br />/ <br />/ <br />0) <br />/ <br />/ <br />/ <br />/ <br />/ <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />-- <br />EASEMENT LINE <br />BITUMINOUS PAVEMENT <br />CONCRETE WALK <br />CURB LINE <br />------ <br />SANITARY SEWER <br />->--->- <br />>� <br />STORM SEWER <br />>> <br />WATER MAIN <br />FENCE <br />x <br />FLOODPLAIN <br />-fp <br />WETLANDGV <br />--- <br />GATE VALVE <br />x <br />HYDRANT <br />Hvo <br />MANHOLE <br />O <br />LIGHT POLE <br />ytll SMH <br />SIGN <br />UTILITY PLAN NOTES <br />1. SANITARY SEWER, WATER MAIN AND STORM SEWER <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST <br />EDITIONS OF THE CITY OF LINO LAKES STANDARD DETAIL <br />SPECIFICATIONS & THE MINNESOTA PLUMBING CODE. <br />2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR <br />ALL WATER MAIN AND FORCE MAIN. <br />3. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE <br />REQUIRED FOR ALL UTILITY CROSSINGS. <br />4. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED <br />WITH CITY OF LINO LAKES PUBLIC WORKS DEPARTMENT. <br />5. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. <br />ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED <br />ELEVATIONS. <br />6. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, <br />HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE <br />PROJECT IS COMPLETE AND TURNED ON. <br />* FINAL LOCATIONS OF BUILDING UTILITY SERVICES & <br />DOWNSPOUT LOCATIONS TO BE VERIFIED WITH ARCHITECTURAL <br />AND PLUMBING PLANS. <br />STORM <br />SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. <br />SIZE <br />CBMH-101 <br />48" <br />DIA. <br />R-3067-VB <br />STMH-102 <br />48" <br />DIA. <br />R-1733 <br />CBMH-103 <br />48" <br />DIA. <br />R-3067-VB <br />CB-104 <br />24" <br />X 36" <br />R-3067-VB <br />CB-105 <br />24" <br />X 36" <br />R-3067-V <br />STMH-106 <br />48" <br />DIA. <br />R-1733 <br />CB-107 <br />27" <br />DIA. <br />R-4342 <br />CB-108 <br />27" <br />DIA. <br />R-4342 <br />CB-109 <br />27" <br />DIA. <br />R-4342 <br />CBMH-110 <br />48" <br />DIA. <br />R-4342 <br />CB-111 <br />27" <br />DIA. <br />R-4342 <br />CBMH-112 <br />48" <br />DIA. <br />R-4342 <br />CB-113 <br />27" <br />DIA. <br />R-4342 <br />CB-114 <br />27" <br />DIA. <br />R-4342 <br />CB-115 <br />27" <br />DIA. <br />R-4342 <br />OCS-116 <br />48" <br />DIA. <br />SEE DETAIL <br />0 15 30 60 <br />(IN FEET) <br />BENCHMARKS <br />TOP NUT HYDRANT LOCATED ON THE NORTH <br />SIDE OF CHESTNUT STREET, ±135 FEET <br />SOUTHWEST OF THE INTERSECTION OF 21ST <br />AVE SOUTH AND CHESTNUT STREET. <br />ELEVATION = 924.81 (NAVD 88) <br />J <br />Q <br />0 <br />Z o W <br />U <br />WZQ <br />Z <br />Z <br />Z DC <br />i <br />UDC <br />w <br />V <br />f <br />Z <br />W U) W <br />0 <br />J <br />m <br />J <br />z <br />o� <br />a <br />o <br />U <br />O Z <br />LU <br />t: <br />rn <br />n <br />N <br />03 <br />Z <br />co <br />w <br />> <br />M <br />x <br />� <br />X <br />LU <br />Ix <br /><o <br />C <br />V <br />Q <br />OD <br />w <br />= <br />14 <br />a <br />M <br />� <br />M <br />LU <br />W <br />Q <br />W <br />Z <br />Z <br />O <br />J <br />W <br />a <br />a <br />o� <br />Q <br />� <br />J <br />LV <br />� <br />J <br />D <br />O <br />M <br />aJ <br />0 <br />Z <br />J <br />J <br />00 <br />(n M <br />tD <br />N v <br />P <br />�z <br />W Q <br />� <br />L <br />� � <br />a <br />J <br />U-) <br />0 r'-1 4-J <br />,--I <br />fo <br />FBI <br />J <br />REVISIONS <br />1. <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />12/10/21 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am a duly <br />Licensed Professional <br />Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, <br />P.E. <br />Signature: <br />Date: 12/10/21 License <br />#: 45889 <br />C4 <br />of <br />9 <br />0 <br />